Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Stainless steel design

Status
Not open for further replies.

novot

Structural
Joined
Mar 25, 2003
Messages
7
Location
US
Designing stainless steel fabricated structures and would like to know if anyone has experience with the following:

Accepted code for stainless steel design allowables. Currently using allowables similiar to AISC ASD i.e. 0.6Fy for calculated bending stresses and 0.66Fy for calculated principal stresses. Basically require documented accepted code to back these assumptions up.
 
For structural applications of steel in buildings, AISC is considered authoritative, without a great deal of significance to the particular alloy, though some are referenced.(That doesn't preclude others)
 
Although I have not used it, I believe that the following book might be what you need:

Watter & Lincoln "Strength of Stainless Steel Structural Members as Function of Design" Allegheny Ludlum Steel Corp. Pittsburgh, PA, 1950

Hope it helps.

tg
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top